Drilldown: bridge data

15173 (1) · 19208 (1)

MM (1) · ST (1)

04-19 (1) · 05-03 (1)

Indian River (1)

None (1) · Vero Beach (1)

00000 (1)

None (1)

'Lateral A Canal ' (1) · 'LATERAL CANAL ' (1)

None (1)

'21ST ST SW ' (1) · '49th St Lindsey Rd' (1)

884047 (1) · 884103 (1)

.1 Mi E of I-95 · 'At CR-613 - 58th Ave ' · 'At Exit 74 ' · 'At East Canal St. ' · 'At CR-615 (66th Avenue) ' · 'At CR-615 (66th Ave) ' · 'AT CR-615 (66TH AVE.) ' · 'AT CR-615 - 66TH AVE ' · 'At CR-613 (58th Ave.) ' · 'At CR-613 ' · 'At Intersection w LPGA BL' · 'At CR-611 - 43rd Ave ' · 'AT BOCA RATON INTERCHANGE' · 'At ANGLE RD(CR-607A) ' · 'At 74th Avenue ' · 'AT 74TH AVE. ' · 'At 74th Ave ' · 'At 58th Ave ' · 'At Exit 76 ' · 'At John Stretch Park '

Other values:

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27335447 (1) · 27405750 (1)

80255073 (1) · 80274550 (1)

County (1)

1961 (1) · 2014 (1)

1 (1) · 3 (1)

101 (1)

2016 (1) · 2017 (1)

Highway (1) · Highway - Pedestrian (1)

Waterway (1)

Concrete (1) · Prestressed concrete (1)

Slab (1)

11 (1) · 14 (1)

20 (1) · 5 (1)

Satisfactory (1) · Very Good (1)

Satisfactory (1) · Very Good (1)

Satisfactory (1) · Very Good (1)

Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. (1) · Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. (1)

None · Deterioration or initial disintegration, minor chloride contamination, cracking with some leaching, or spalls on concrete or masonry walls and slabs. Local minor scouring at curtain walls, wingwalls or pipes. Metal culverts have a smooth curvature, non-symmetrical shape, significant corrosion or moderate pitting. · Large spalls, heavy scaling, wide cracks, considerable efflorescence or opened construction joint permitting loss of backfill. Considerable settlement or misalignment. Considerable scouring or erosion at curtain walls, wingwalls or pipes. Metal culverts have significant distortion and deflection throughout, extensive corrosion or deep pitting. · Moderate to major deterioration or disintegration, extensive cracking and leaching or spalls on concrete or masonry walls and slabs. Minor settlement or misalignment. Noticeable scouring or erosion at curtain walls, wingwalls or pipes. Metal culverts have significant distortion and deflection in one section, significant corrosion or deep pitting · N/A · No deficiencies · No noticeable or noteworthy deficiencies which affect the condition of the culvert. Insignificant scrape marks caused by drift. · Shrinkage cracks, light scaling and insignificant spalling which does not expose reinforcing steel. Insignificant damage caused by drift with no misalignment and not requiring corrective action. Some minor scouring has occured near curtain walls, wingwalls or pipes. Metal culverts have a smooth symmetrical curvature with superficial corrosion and no pitting. · Other

07-16 (1) · 12-17 (1)

2 - way (1) · One lane bridge for 2 way traffic (1)

None (1)

Concrete Precast Panels (1)

Bridge foundations determined to be stable for the assessed or calculated scour condition. Scour is determined to be above top of footing (Example A) by assessment (i.e., bridge foundations are on rock formations that have been determined to resist scour within the service life of the bridge4), by calculation or by installation of properly designed countermeasures (1) · Bridge with "unknown" foundation that has not been evaluated for scour. Until risk can be determined, a plan of action should be developed and implemented to reduce the risk to users from abridge failure during and immediately after a flood event. (1)

175 (1) · 200 (1)

2037 (1) · 2038 (1)

None (1)